Stress analysis of concrete dam under fast construction based on deformation method
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    Abstract:

    In order to improve the construction speed of a concrete dam, a method of fast construction using thick pouring layers and short layer intervals was used. Based on the construction process of an RCC gravity dam located in Southwest China, the concrete stress was calculated with the deformation method according to the measured strain during the construction and initial running periods. The results accurately reflect the stress development under the condition of fast construction during the construction and initial running periods, providing valuable references for similar engineering construction projects.

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强晟,郑伟忠,王向荣,等.快速施工条件下基于变形法的混凝土坝应力分析[J].河海大学学报(自然科学版),2014,42(3):238-242.(QIANG Sheng, ZHENG Weizhong, WANG Xiangrong, et al. Stress analysis of concrete dam under fast construction based on deformation method[J]. Journal of Hohai University (Natural Sciences),2014,42(3):238-242.(in Chinese))

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History
  • Received:March 15,2013
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  • Online: May 20,2015
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